T10_10_AFRH_Sheridan Phasing Description Narrative_26-05-14.pdf
PDF 13 MB Posted
- Solicitation number
- 47PB5226R0001
- Issued by
- Not on record
About this file
This document is a Phasing Description Narrative for the Armed Forces Retirement Home (AFRH) Sheridan Building renovation project (AFRH-042), prepared by AE Works on May 14, 2026. It provides a comprehensive breakdown of phased construction scope across two areas (Area A North and Area B South) aligned with AE Works' Opinion of Probable Costs submitted September 25, 2025, with specific scope reallocations dated March 17, 2026.
The phasing narrative divides work across multiple discipline areas including Civil, Structural, Architecture, Fire Protection, Fire Alarm, Mechanical, Electrical, Plumbing, Telecom, Security, and Food Service. Area A (North) encompasses all work associated with building construction on the north side, including the exterior lobby entrance and basement work excluding support for community room and south infill areas. Area A also includes all first floor work north of centerline (CL) 14, floors 2-8 north of CL 14 with elevators and main lobby, and various MEP systems in those zones. Area B (South) covers building construction on the south side with installation of new generators and associated electrical tie-ins listed as Option #1. Area B includes basement work needed for community room and south infill areas, first floor work south of CL 14 excluding elevators and main lobby, and floors 2-7 south of CL 14 including elevators and main lobby. Critical requirements include maintaining access to Laundry and storage rooms G002, G004, G012, and G012A throughout construction, with fire pump relocation noted as a separate contract and demolition of abandoned steam pipe in the tunnel designated as base bid scope. All applicable specifications apply to both areas.
View the file
Other files
Show all 18
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
1 Making Building Projects a Better Value
Armed Forces
Retirement Home
Sheridan Building
Project No.
AFRH-042
Armed Forces Retirement Home
Justin Seffens Lead Facilities Manager
05.14.26
This phasing description narrative provides a breakdown of phasing areas in alignment with AE Works’ Opinion of Probable Costs submitted on September
25, 2025 and specific scope items reallocated on March 17, 2026 from the phased construction of Areas A and B of the design documents.
Discipline Area A (North) Area B (South)
Civil • All work associated with building construction to north side of building.
• Exterior area including lobby entrance.
• All work associated with building construction to south side of building.
• Installation of new generators and associated tie-ins to new electrical gear to be listed as Option #1
Structural • All work in basement, (including Shell Space A [G201]), but excluding support for community room center infill (“Shell Space B [G201]”) and south infill areas (“Shell Spaces C [G333] and D [G324]”).
• Access to Laundry and storage rooms G002, G004, G012 and G012A must be maintained.
• All first floor to north of CL 14 including elevators and main lobby (area between CL 15.5/G.6 and 18/N) and balcony enclosures at CL 14.
• Floors 2-8: all areas north of CL 14 including elevators and main lobby.
• All work in basement needed for support for community room center infill (“Shell Space B [G201]”) and south infill areas (“Shell Spaces C [G333] and D [G324]”)
• All first floor to south of CL 14 excluding elevators and main lobby (area between CL 15.5/G.6 and 18/N).
• Floors 2-7: all areas south of CL 14 including elevators and main lobby.
Architecture • All work in basement, excluding support for community room center infill (“Shell Space B”) and south infill areas (“Shell Spaces C and D”).
• Access to Laundry and storage rooms G002, G004, G012 and G012A must be maintained.
• All work in basement needed for support for community room center infill (“Shell Space B”) and south infill areas (“Shell Spaces C and D”).
• All first floor to south of CL 14 excluding elevators and main lobby (area between CL
2 Making Building Projects a Better Value
Retirement Home
Sheridan Building
Project No.
AFRH-042
• All first floor to north of CL 14 including elevators and main lobby (area between CL 15.5/G.6 and 18/N) and balcony enclosures at CL 14.
• Floors 2-8: all areas north of CL 14 including elevators and main lobby.
15.5/G.6 and 18/N).
• Floors 2-7: all areas south of CL 14 including elevators and main lobby.
Fire Protection
• All work in basement, excluding support for community room center infill (“Shell Space B”) and south infill areas (“Shell Spaces C and D”).
• All first floor to north of CL 14 including elevators and main lobby (area between CL 15.5/G.6 and 18/N) and balcony enclosures at CL 14.
• Floors 2-8: all areas north of CL 14 including elevators and main lobby.
• Fire pump relocation to be under separate contract.
• All work in basement needed for support for community room center infill (“Shell Space B”) and south infill areas (“Shell Spaces C and D”).
• All first floor to south of CL 14 excluding elevators and main lobby (area between CL 15.5/G.6 and 18/N).
• Floors 2-7: all areas south of CL 14 including elevators and main lobby.
• Fire pump relocation to be under separate contract.
Fire Alarm • All work in basement, excluding support for community room center infill (“Shell Space B”) and south infill areas (“Shell Spaces C and D”).
• All first floor to north of CL 14 including elevators and main lobby (area between CL 15.5/G.6 and 18/N) and balcony enclosures at CL 14.
• Floors 2-8: all areas north of CL 14 including elevators and main lobby.
• All work in basement needed for support for community room center infill (“Shell Space B”) and south infill areas (“Shell Spaces C and D”).
• All first floor to south of CL 14 excluding elevators and main lobby (area between CL 15.5/G.6 and 18/N).
• Floors 2-7: all areas south of CL 14 including elevators and main lobby.
Mechanical • All work in basement, excluding support for community room center infill (“Shell Space B”) and south infill areas (“Shell Spaces C and D”).
• All first floor to north of CL 14 including elevators and main lobby (area between CL 15.5/G.6 and 18/N) and balcony enclosures at CL 14.
• All work in basement needed for support for community room center infill (“Shell Space B”) and south infill areas (“Shell Spaces C and D”) including AHU- 5.
• All first floor to south of CL 14 excluding elevators and main
15.5/G.6 and 18/N).
3 Making Building Projects a Better Value
Retirement Home
Sheridan Building
Project No.
AFRH-042
• Floors 2-8: all areas north of CL 14 including elevators and main lobby.
• Demolition of abandoned steam pipe in tunnel.
• Floors 2-7: all areas south of CL 14 including elevators and main lobby.
• Installation of new (GFE) chiller plant.
Electrical • All work in basement, excluding support for community room center infill (“Shell Space B”) and south infill areas (“Shell Spaces C and D”).
• All first floor to north of CL 14 including elevators and main lobby (area between CL 15.5/G.6 and 18/N) and balcony enclosures at CL 14.
• Floors 2-8: all areas north of CL 14 including elevators and main lobby.
• All work in basement needed for support for community room center infill (“Shell Space B”) and south infill areas (“Shell Spaces C and D”).
• All first floor to south of CL 14 excluding elevators and main lobby (area between CL 15.5/G.6 and 18/N).
• Floors 2-7: all areas south of CL 14 including elevators and main lobby.
• Installation of new generators and associated tie-ins to new electrical gear to be listed as Option #1
Plumbing • All work in basement, excluding support for community room center infill (“Shell Space B”) and south infill areas (“Shell Spaces C and D”).
• All sanitary riser connections to under-slab laterals north of CL 16.5.
• All first floor to north of CL 14 including elevators and main lobby (area between CL 15.5/G.6 and 18/N) and balcony enclosures at CL 14.
• Floors 2-8: all areas north of CL 14 including elevators and main lobby.
• All work in basement needed for support for community room center infill (“Shell Space B”) and south infill areas (“Shell Spaces C and D”).
• All sanitary riser connections to under-slab laterals south of CL 16.5.
• All first floor to south of CL 14 excluding elevators and main lobby (area between CL 15.5/G.6 and 18/N).
• Floors 2-7: all areas south of CL 14 including elevators and main lobby.
Telecom • All work in basement, excluding support for community room center infill (“Shell Space B”) and south infill areas (“Shell Spaces C and D”).
• All first floor to north of CL 14 including elevators and main lobby (area between CL 15.5/G.6 and 18/N) and balcony enclosures
• All work in basement needed for support for community room center infill (“Shell Space B”) and south infill areas (“Shell Spaces C and D”).
• All first floor to south of CL 14 excluding elevators and main
15.5/G.6 and 18/N).
4 Making Building Projects a Better Value
Retirement Home
Sheridan Building
Project No.
AFRH-042
at CL 14.
• Floors 2-8: all areas north of CL 14 including elevators and main lobby.
• Floors 2-7: all areas south of CL 14 including elevators and main lobby.
Security • All work in basement, excluding support for community room center infill (“Shell Space B”) and south infill areas (“Shell Spaces C and D”).
• All first floor to north of CL 14 including elevators and main lobby (area between CL 15.5/G.6 and 18/N) and balcony enclosures at CL 14.
• Floors 2-8: all areas north of CL 14 including elevators and main lobby.
• All work in basement needed for support for community room center infill (“Shell Space B”) and south infill areas (“Shell Spaces C and D”).
• All first floor to south of CL 14 excluding elevators and main lobby (area between CL 15.5/G.6 and 18/N).
• Floors 2-7: all areas south of CL 14 including elevators and main lobby.
Food Service • Food service areas on north side of building.
• Food service areas on south side of building.
• Food service of community room.
Specifications All applicable All applicable
301.6 301.2
300.7
317.2
317.4
316.7
316.6
316.3316.4
316.5
316.8 GAS
UG VAULT
12"RPC
230430630831
231431
304306
E E
W
C O
N C
W
ALK
C O
N C
W A
LK
C O
N C
W
AL
K
PAVERS
CO
NC
CONC WALK
BUS
STOP
BUS
STOP
C O
N C
W A
LK
C .C
G
C .C
G
C .C
G
C .C
G
FFFE=317.80'
FFE=317.80'
BFE=303.80'
FFE=317.80'
EXISTING
GENERATOR
TO BE REMOVED
ENTRANCE LOBBY
TO BE REMOVED
SAW CUT CONCRETE WALK AND
LANDING
TO BE REMOVED
SAW CUT CURB & GUTTER
TO BE REMOVED
EXISTING
TREE TO BE
REMOVED
EXISTING
SIDEWALK TO
BE REMOVED
EXISTING
PAVEMENT TO
BE REMOVED
CURB & GUTTER
TO BE REMOVED
EXISTING SIGN
TO BE REMOVED
EX UG WATER
TANKS, TO BE REMOVED. BACKFILL
EXCAVATION IN ACCORDANCE WITH
SPECIFICATIONS. REFER TO
ARCHITECTURAL PLANS FOR
FOUNDATION REPAIR, DAMP
PROOFING AND WATER PROOFING.
SAW CUT CONCRETE WALK AND
LANDING
TO BE REMOVED
EXISTING HANDICAP RAMP,
SIDEWALK, CURB AND
ASPHALT TO BE REMOVED.
EXISTING HANDICAP RAMP,
SIDEWALK AND CURB TO BE
REMOVED.
SAW CUT
CURB &
GUTTER
TO BE
REMOVED
SAW CUT CURB & GUTTER
TO BE REMOVED
SAW CUT CURB & GUTTER
TO BE REMOVED
REMOVE , STORE AND
REINSTALL EXISTING
MAILBOX
EXISTING BUS STOP
TO REMAIN
EXISTING BUS STOP
TO REMAIN
SAW CUT CONCRETE WALK AND
LANDING
TO BE REMOVED
SAW CUT EXISTING
ASPHALT TO BE
REMOVED
SAW CUT EXISTING
ASPHALT TO BE
REMOVED
SAW CUT
EXISTING
ASPHALT TO BE
REMOVED
SAW CUT
CURB &
GUTTER
TO BE
REMOVED
SAW CUT
EXISTING
ASPHALT TO BE
REMOVED
SAW CUT
EXISTING
ASPHALT TO BE
REMOVED
SAW CUT CURB & GUTTER
TO BE REMOVED
SAW CUT AND REMOVE
EXISTING SIDEWALK
SAW CUT CURB & GUTTER
TO BE REMOVED
SAW CUT AND REMOVE
EXISTING SIDEWALK
PENNONI ASSOCIATES INC.
8890 McGaw Road, Suite 100
Columbia, MD 21045 T 410.997.8900 F 410.997.9282
DATE:
DRAWN BY:
CHECKED BY:
PROJ. NO:
DRAWING NO:
DRAWING TITLE:
PROJECT NAME:
CLIENT:
HJM/JSN
JAR
AEWLA22050
NO DATE REVISION
AFRH SHERIDAN
RENOVATION
140 ROCK CREEK CHURCH RD N
Washington, DC 20011
ARMED FORCES
RETIREMENT HOME -
WASHINGTON D.C.
418 BEAVER STREET
SEWICKLEY, PA 15143
PH: 412.287.7333
www.aeworks.com
March 10, 2023
PROFESSIONAL:
COPYRIGHT 2020 BY AE WORKS LTD ALL RIGHTS RESERVED
SUBMISSION:
CONSTRUCTION BID
DOCUMENTS
N
AE WORKS®
DC 906711 JAMES A RUFF 3/10/2023
00 30' 60'
LEGEND
PROPERTY LINE
EXISTING CONTOURS 18
EXISTING WATER
EXISTING STORM DRAIN
EXISTING SEWER
EXISTING ROAD
EXISTING UNDERGROUND
ELECTRIC
EXISTING UNDERGROUND
COMMUNICATION
EXISTING BUILDING
EXISTING UNDERGROUND
STEAM
CS10
Demolition Plan
DEMOLITION PLAN
SCALE: 1" = 30'
PROPOSED DEMOLITION
DEMOLITION NOTES:
1. THE CONTRACTOR IS RESPONSIBLE FOR DISPOSING OF ANY DEMOLITION MATERIAL.
2. ALL DEMOLISHED MATERIAL IS TO BE REMOVED FROM THE PROPERTY AND DISPOSED OF IN AN APPROVED FACILITY.
3. WHEN PRACTICAL, DEMOLISHED MATERIAL IS TO BE RECYCLED.
4. THE LIMITS OF DEMOLITION ARE APPROXIMATE. THE CONTRACTOR SHALL EXPAND OR LIMIT THE DEMOLITION AS
NECESSARY TO CONSTRUCT THE PROPOSED IMPROVEMENTS.
5. ALL HARD SURFACES ARE TO BE SAW CUT. NO JAGGED EDGES ARE PERMITTED.
6. DEMOLITION INCLUDES ANY SUB BASE OR SUB GRADE MATERIAL.
7. NO DEMOLISHED MATERIAL IS TO BE BURIED ON THE SITE OR PROPERTY.
8. FILL MATERIAL, TO RESTORE THE AREA OF DEMOLITION, IS THE RESPONSIBILITY OF THE CONTRACTOR TO SOURCE
AND PLACE.
PHASING DESCRIPTIONS
NOT
FOR
CONSTRUCTION
BASE BID SCOPE
OPTION SCOPE
GENERATORS ARE OPTION 1
This sheet addresses exterior scope only
UP
2N
2N
3N
3N
4N
4N 5 6 7 8 10 12
14 15 16 17 18
19 21 23 25 26 27
NN
MM
LL
KK
JJ
G
F
E
D
C
B
A
HN
GN
FN
EN
DN
CN
BN
AN
HS
FS
ES
DS
CS
BS
AS
NSNN
1N
1N
29S
29S
30S 31S
31S
32S
32S
13119 22
2215.5 16.5
6.2
A.5A.5
B.5B.5
C.5 C.5
D.5D.5
E.5E.5
F.5F.5
26.5
26.5248.8
G.6
24.2
H.1 H.1
P A
R T
B A
D
0B
P A
R T
A A
D
0A
5.5 17.5
27.85.3
P A
R T
B A
D
0B
P A
R T
A A
D
0A
CORRIDOR
G111D
POST OFFICE
G111
VESTIBULE
G111C
STAIRS
G-1
SORTING
G111B
POSTAL SERVICE
G111A
MECHANICAL
G110MECHANICAL
G107
WRAPPING RM
G105
ELEV EQUIP
G104
STOR
G106
BEAUTY SALON
G105A
STOR
G103
TOILET
G101 STORAGE
G102
CORRIDOR
G100
TRANSFORMER
ROOM
G001
LAUNDRY
G002
STAIRS
G-6
CORRIDOR
G003
MECHANICAL
G202
ELEC
G006
STORAGE
G004
WOMEN'S
G007
JC
G008
CORRIDOR
G209
RESIDENT
COMPUTER GAME
ROOM
G211A
WOOD SHOP
G211
HOBBY ROOM
G206
FAN ROOM
G207
HOBBY ROOM
G205
WOOD SHOP
G210
PAINT ROOM
G213
STAIRS
G-2
WOOD SHOP
G208
STOR
G010
CORRIDOR
G011
STOR
G302
STOR
G304
CORRIDOR
G315
JC
G306
EQUIP
G308
OFFICE
G312
STOR
G316
ELEC
G316A
MECHANICAL
G314
SAUNA
G311
SAUNA
G305
WOMEN'S
LOCKERS
G310
TOILETS
G309
TOILETS
G307
MEN'S LOCKERS
G303
STORAGE
G301
BANK
G014
ELEVATOR LOBBY
G013
MECHANICAL
G323
OFFICE
G322AVESTIBULE
G322
JC
G321
CANTEEN
G317
THRIFT SHOP
G324A
FAN ROOM
G320
STAIRS
G-3
MEN'S
G015 JC
G017
PHONE BOOTH
G016
CORRIDOR
G024
TRASH ROOM
G021
STAIRS
G-7
TRANSFORMER
ROOM
G023
MECHANICAL
G022
FIRE PUMP RM
G020
STORAGE
G023
STORAGE
G018
STORAGE
G012A
MECHANICAL
G405
ELECTRICAL
G403
MECHANICAL
G404
KILN ROOM
G408
OFFICE
G411
CERAMICS ROOM
G409
TOILET
G410
ELEVATOR LOBBY
G026
CORRIDOR
G401
STORAGE
G407
CORRIDOR
G029
ELEV RM
G028
SERVICE
CORRIDOR
G030
STAIRS
G-4
STEAM TUNNEL
G031
CORRIDOR
G005
STORAGE
G012
VESTIBULE
G007A
VESTIBULE
G015A
CORRIDOR
G019
STAIRS
G-5
DEMARC
G022A
G315C
OFFICE
G315D
CONF/BREAK
G315B
OFFICE
G315A
OFFICE/STORAGE
G315
FACILITY
MAINTENANCE
AREA
G201
BOWLING ALLEY
G201A
PIN SETTING
G326
SUPPLY
G325
SUPPLYG329
FREEZER
G330
SUPPLY
G328
SUPPLY
G327
TOILET
G324B
MECHANICAL
G324
P/X STORE
AD202
AD2022
AD201 2
AD201
TO
SCOTT
BLDG
SEE CS-SERIES
AND MECH
HD107
14' - 10"
15' - 6"
A B
N
DATE:
DRAWN BY:
CHECKED BY:
PROJ. NO:
DRAWING NO:
DRAWING TITLE:
PROJECT NAME:
CLIENT:
418 BEAVER STREET
SEWICKLEY, PA 15143
PH: 412.287.7333
www.aeworks.com
PROFESSIONAL:
COPYRIGHT 2024 BY AE WORKS LTD ALL RIGHTS RESERVED.
SUBMISSION:
CONSTRUCTION BID
DOCUMENTS
AE WORKS®
A u to d e s k D o c s
/A F
R H
-0
S h e ri d a n /A
F R
H -0
A R
C H
-2
.r v t
/5
/2
:1
:5
A
M
AD100
TW
DC
AFRH-033
OVERALL BASEMENT
DEMOLITION PLAN
AFRH SHERIDAN
RENOVATION
140 ROCK CREEK
CHURCH ROAD,
NORTHWEST,
WASHINGTON, DC
ARMED FORCES
RETIREMENT HOME -
WASHINGTON D.C.
09/05/25
1/16" = 1'-0"
OVERALL BASEMENT DEMOLITION PLAN
GENERAL DEMOLITION NOTES
1 VERIFY ALL EXISTING CONDITIONS AND COORDINATE ALL DEMOLITION ACTIVITIES
WITH ANY NEW CONSTRUCTION AS INDICATED WITHIN THE CONSTRUCTION
DOCUMENTS. DO NOT SCALE DRAWINGS.
2 PERFORM ALL NECESSARY DEMOLITION ACTIVITIES AS REQUIRED FOR INSTALLATION
OF NEW CONSTRUCTION AS INDICATED WITHIN THE CONSTRUCTION DOCUMENTS.
COORDINATE WITH THOSE DOCUMENTS FOR EXACT DIMENSIONS AND LOCATIONS OF
FINISHED WORK.
3 ALL DEMOLITION NOT SPECIFICALLY INDICATED, BUT NECESSARY TO COMPLETE THE
PROJECT AS INDICATED ON THE CONSTRUCTION DOCUMENTS, TO BE THE
RESPONSIBILITY OF THE CONTRACTOR.
4 INSPECT AND ACCESS EACH SPACE AND FULFILL THE INTENT OF THE WORK
REQUIRED BY THE CONTRACT DOCUMENTS. DEVIATIONS REQUIRED BY EXISTING
FIELD CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR
TO PROCEEDING WITH THE WORK.
5 ANY CUTTING AND REMOVAL INDICATED ON THE CONSTRUCTION DOCUMENTS ARE
GENERAL INDICATIONS ONLY AND MAY NOT NECESSARILY SHOW THE FULL EXTENT
OF CUTTING AND REMOVAL NECESSARY.
6 THROUGHOUT THE COURSE OF DEMOLITION ACTIVITIES, PROPERLY PROTECT AND
EXISTING CONSTRUCTION INDICATED TO REMAIN. EXCERCISE CARE WHEN REMOVING
ADJACENT CONSTRUCTION AND PROPERLY REPAIR (TO ORIGINAL CONDITION) ANY
AREAS SCHEDULED TO REMAIN THAT SUSTAIN DAMAGE AS A RESULT OF DEMOLITION
ACTIVITIES.
7 CONSTRUCT DUST PROOF PROTECTIVE BARRIERS AS NECESSARY AT AREAS OF
INTERIOR DEMOLITION TO PROTECT EXISTING CONSTRUCTION AND EQUIPMENT
SCHEDULED TO REMAIN.
8 PERFORM ALL WORK REQUIRED TO PROTECT BUILDING OCCUPANTS AND EXISTING
BUILDING UTILITIES. THE BUILDING WILL REMAIN IN OPERATION THROUGHOUT THE
COURSE OF DEMOLITION AND CONSTRUCTION ACTIVITIES.
9 PROVIDE ALL NECESSARY TEMPORARY BRACING AND SHORING AS REQUIRED TO
MAINTAIN THE INTEGRITY AND STRUCTURAL STABILITY OF THE BUILDING AND ITS
INDIVIDUAL ELEMENTS.
10 EXCEPT AS NOTED OTHERWISE, REMOVE ALL DEMOLISHED MATERIALS FROM THE
SITE AND DISPOSE OF IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL LAW
REGULATIONS. DO NOT BURN, BURY OR SELL MATERIALS ON THE PROJECT SITE. AT
THE COMPLETION OF EACH WORK DAY, CLEAN THE ENTIRE WORK AREA AND LEAVE IN
A NEAT CONDITION FREE OF DEBRIS AND RUBBISH.
11 STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, TELECOMMUNICATION, AND
CIVIL DOCUMENTS PROVIDE ADDITIONAL DEMOLITION REQUIREMENTS. THE
CONTRACTOR IS RESPONSIBLE FOR ALL DOCUMENTS THAT MAY PROVIDE ADDITIONAL
DEMOLITION REQUIREMENTS BEYOND THOSE SPECIFICALLY INDICATED ON THE
ARCHITECTURAL DEMOLITION PLANS.
12 THROUGHOUT THE COURSE OF DEMOLITION ACTIVITIES, PATCH, REPAIR AND
PREPARE EXISTING EXPOSED SURFACES AND/OR ADJACENT MATERIAL AS REQUIRED
TO RECEIVE NEW FINISHES.
13 CAREFULLY REMOVE AND DELIVER TO THE OWNER ANY EXISTING FIRE
EXTINGUISHERS OR OTHER IDENTIFIED ITEMS FOUND WITHIN THE LIMIT OF
DEMOLITION ACTIVITIES.
14 THE OWNER RESERVES THE RIGHT TO REMOVE ITEMS SCHEDULED FOR DEMOLITION
PRIOR TO THE START OF DEMOLITION ACTIVITIES AND MAY CLAIM ANY ITEMS
REMOVED BY THE CONTRACTOR THROUGHOUT THE COURSE OF DEMOLITION.
15 ALL CEILINGS FROM THE FIRST FLOOR THROUGH THE SEVENTH TO BE REMOVED
ENTIRELY. THE MAJORITY OF THE CEILINGS ON THESE FLOORS IS ACT GRID AND
DRYWALL BULKHEADS. ALL ASSOCIATED LIGHT FIXTURES, DUCTWORK, VENTS,
GRILLES AND CEILING MOUNTED ITEMS TO BE REMOVED. FOR DEMOLITION OF THE
BASEMENT LEVEL, REFER TO THE PARTIAL DEMO PLANS KEYNOTES.
NO DATE REVISION
FESSIONAL:
09/05/25
PHASING DESCRIPTIONS
NOT
FOR
CONSTRUCTION
BASE BID SCOPE
OPTION SCOPE
MATCHLINE FOR DRAWINGS,
NOT PHASES BORDER
3N
3N
4N
4N
8 10 12
19 21 23
NN
MM
LL
KK
JJ
HH
GG
FF
EE
DD
CC
BB
AA
HNHN
GNGN
FNFN
ENEN
DNDN
CNCN
BNBN
ANAN
HS HS
GS GS
FS FS
ES ES
DS DS
CS CS
BS BS
AS AS
NSNN
1N
1N
29S
29S
30S
30S
31S
31S
32S
32S
15.5
15.5
16.5
16.5
A.5A.5
B.5B.5
C.5C.5
D.5D.5
E.5E.5
F.5F.5
G.6 G.6
P A
R T
B A
D
1B
P A
R T
A A
D
1A
17.5
17.5
5.3
5.3
LAUNDRY
ACTIVITY
CORRIDOR
VESTIBULE
ACTIVITY
HOUSE KEEPING
1-5
STAIRS
UNIT
UNIT
UNIT
UNIT
1-1
STAIRS
UNIT
TUB ROOM
UNIT
UNIT
UNIT
UNIT
UNIT
1-6
STAIRS
TUB ROOM
TOILET
LAUNDRY 1014
TOILET
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
1-2
STAIRS
UNIT
UNIT
UNIT
CORRIDOR
FIRE
LOBBY
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
1-3
STAIRS
UNIT
UNIT
UNIT
UNIT
CORRIDOR
ELEC.
VENDING
LOUNGE 1029
TUB ROOM
J.C.
BLDG. MGMT.
UNIT 1032
FACILITY
MAINTENANCE
UNIT
1-7
STAIRS
UNIT
GENERAL
PURPOSE
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
1-4
STAIRS 1413
UNIT
UNIT
UNIT
TUB ROOM
LAUNDRY
CORRIDOR
CORRIDOR
ELEVATOR LOBBY 1041
VESTIBULE
FIRE
STORAGE1002
GEN. PURPOSE
LOUNGE 1022
MECH. RM.
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
ELEC.
UNIT
TLT.
TUB RM.
ELEC.
CLT.
ELEC.
AD201 2
AD201
AD202
AD2022
A B
N
DATE:
DRAWN BY:
CHECKED BY:
PROJ. NO:
DRAWING NO:
DRAWING TITLE:
PROJECT NAME:
CLIENT:
418 BEAVER STREET
SEWICKLEY, PA 15143
PH: 412.287.7333
www.aeworks.com
PROFESSIONAL:
COPYRIGHT 2024 BY AE WORKS LTD ALL RIGHTS RESERVED.
SUBMISSION:
CONSTRUCTION BID
DOCUMENTS
AE WORKS®
A u to d e s k D o c s
/A F
R H
-0
S h e ri d a n /A
F R
H -0
A R
C H
-2
.r v t
/5
/2
:1
:1
A
M
AD101
TW
DC
AFRH-033
OVERALL FIRST FLOOR
DEMOLITION PLAN
AFRH SHERIDAN
RENOVATION
140 ROCK CREEK
CHURCH ROAD,
NORTHWEST,
WASHINGTON, DC
ARMED FORCES
RETIREMENT HOME -
WASHINGTON D.C.
09/05/25
1/16" = 1'-0"
OVERALL FIRST FLOOR DEMOLITION PLAN
GENERAL DEMOLITION NOTES
1 VERIFY ALL EXISTING CONDITIONS AND COORDINATE ALL DEMOLITION ACTIVITIES
WITH ANY NEW CONSTRUCTION AS INDICATED WITHIN THE CONSTRUCTION
DOCUMENTS. DO NOT SCALE DRAWINGS.
2 PERFORM ALL NECESSARY DEMOLITION ACTIVITIES AS REQUIRED FOR INSTALLATION
OF NEW CONSTRUCTION AS INDICATED WITHIN THE CONSTRUCTION DOCUMENTS.
COORDINATE WITH THOSE DOCUMENTS FOR EXACT DIMENSIONS AND LOCATIONS OF
FINISHED WORK.
3 ALL DEMOLITION NOT SPECIFICALLY INDICATED, BUT NECESSARY TO COMPLETE THE
PROJECT AS INDICATED ON THE CONSTRUCTION DOCUMENTS, TO BE THE
RESPONSIBILITY OF THE CONTRACTOR.
4 INSPECT AND ACCESS EACH SPACE AND FULFILL THE INTENT OF THE WORK
REQUIRED BY THE CONTRACT DOCUMENTS. DEVIATIONS REQUIRED BY EXISTING
FIELD CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR
TO PROCEEDING WITH THE WORK.
5 ANY CUTTING AND REMOVAL INDICATED ON THE CONSTRUCTION DOCUMENTS ARE
GENERAL INDICATIONS ONLY AND MAY NOT NECESSARILY SHOW THE FULL EXTENT
OF CUTTING AND REMOVAL NECESSARY.
6 THROUGHOUT THE COURSE OF DEMOLITION ACTIVITIES, PROPERLY PROTECT AND
EXISTING CONSTRUCTION INDICATED TO REMAIN. EXCERCISE CARE WHEN REMOVING
ADJACENT CONSTRUCTION AND PROPERLY REPAIR (TO ORIGINAL CONDITION) ANY
AREAS SCHEDULED TO REMAIN THAT SUSTAIN DAMAGE AS A RESULT OF DEMOLITION
ACTIVITIES.
7 CONSTRUCT DUST PROOF PROTECTIVE BARRIERS AS NECESSARY AT AREAS OF
INTERIOR DEMOLITION TO PROTECT EXISTING CONSTRUCTION AND EQUIPMENT
SCHEDULED TO REMAIN.
8 PERFORM ALL WORK REQUIRED TO PROTECT BUILDING OCCUPANTS AND EXISTING
BUILDING UTILITIES. THE BUILDING WILL REMAIN IN OPERATION THROUGHOUT THE
COURSE OF DEMOLITION AND CONSTRUCTION ACTIVITIES.
9 PROVIDE ALL NECESSARY TEMPORARY BRACING AND SHORING AS REQUIRED TO
MAINTAIN THE INTEGRITY AND STRUCTURAL STABILITY OF THE BUILDING AND ITS
INDIVIDUAL ELEMENTS.
10 EXCEPT AS NOTED OTHERWISE, REMOVE ALL DEMOLISHED MATERIALS FROM THE
SITE AND DISPOSE OF IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL LAW
REGULATIONS. DO NOT BURN, BURY OR SELL MATERIALS ON THE PROJECT SITE. AT
THE COMPLETION OF EACH WORK DAY, CLEAN THE ENTIRE WORK AREA AND LEAVE IN
A NEAT CONDITION FREE OF DEBRIS AND RUBBISH.
11 STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, TELECOMMUNICATION, AND
CIVIL DOCUMENTS PROVIDE ADDITIONAL DEMOLITION REQUIREMENTS. THE
CONTRACTOR IS RESPONSIBLE FOR ALL DOCUMENTS THAT MAY PROVIDE ADDITIONAL
DEMOLITION REQUIREMENTS BEYOND THOSE SPECIFICALLY INDICATED ON THE
ARCHITECTURAL DEMOLITION PLANS.
12 THROUGHOUT THE COURSE OF DEMOLITION ACTIVITIES, PATCH, REPAIR AND
PREPARE EXISTING EXPOSED SURFACES AND/OR ADJACENT MATERIAL AS REQUIRED
TO RECEIVE NEW FINISHES.
13 CAREFULLY REMOVE AND DELIVER TO THE OWNER ANY EXISTING FIRE
EXTINGUISHERS OR OTHER IDENTIFIED ITEMS FOUND WITHIN THE LIMIT OF
DEMOLITION ACTIVITIES.
14 THE OWNER RESERVES THE RIGHT TO REMOVE ITEMS SCHEDULED FOR DEMOLITION
PRIOR TO THE START OF DEMOLITION ACTIVITIES AND MAY CLAIM ANY ITEMS
REMOVED BY THE CONTRACTOR THROUGHOUT THE COURSE OF DEMOLITION.
15 ALL CEILINGS FROM THE FIRST FLOOR THROUGH THE SEVENTH TO BE REMOVED
ENTIRELY. THE MAJORITY OF THE CEILINGS ON THESE FLOORS IS ACT GRID AND
DRYWALL BULKHEADS. ALL ASSOCIATED LIGHT FIXTURES, DUCTWORK, VENTS,
GRILLES AND CEILING MOUNTED ITEMS TO BE REMOVED. FOR DEMOLITION OF THE
BASEMENT LEVEL, REFER TO THE PARTIAL DEMO PLANS KEYNOTES.
NO DATE REVISION
FESSIONAL:
09/05/25
PHASING DESCRIPTIONS
NOT
FOR
CONSTRUCTION
BASE BID SCOPE
OPTION SCOPE
3N
3N
4N
4N 5 6 7 8 10 12
14 15
19 21 23 25 26 27 28
NN
MM
LL
KK
J
J
H
H
GG
FF
EE
DD
CC
BB
AA
HNHN
GNGN
FNFN
ENEN
DNDN
CNCN
BNBN
ANAN
HS HS
GS GS
FS FS
ES ES
DS DS
CS CS
BS BS
AS AS
NSNN
KN
1N
1N
29S
29S
30S
30S
31S
31S
32S
32S
15.5
15.5
16.5
16.5
G.6
H.1
H.1
P A
R T
B A
D
2B
P A
R T
A A
D
2A
17.5
17.5
LAUNDRY
UNIT
CORRIDOR
UNIT
HOUSE KEEPING
2-5
STAIRS
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
2-1
STAIRS
UNIT
UNIT
TUB ROOM
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
2-6
STAIRS
TUB ROOM
TOILET
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
2-2
STAIRS
UNIT
UNIT
UNIT
UNIT
CORRIDOR
FIRE
MECH. RM
LOBBY
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
2-3
STAIRS
UNIT
UNIT
UNIT
UNIT
CORRIDOR
VENDING
LOUNGE 2027
TUB ROOM
JAN
ELEC.
UNIT
UNIT
UNIT
UNIT
DEN
2-7
STAIRS
UNIT
DINING
SERVERY
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
2-4
STAIRS 2415
UNIT
UNIT
UNIT
TUB ROOM
LAUNDRY
CORRIDOR
CORRIDOR
ELEVATOR LOBBY
2405B
SOILED LINEN
UNISEX TLT.
ELEC.
ELEC.
UNIT
VENDING
ELEC.
UNIT
ELEC.
AD201 2
AD201
AD202
AD2022
EXISTING SERVERY DEMO ON BOTH 2ND AND 3RD FLOORS
A419
A B
N
DATE:
DRAWN BY:
CHECKED BY:
PROJ. NO:
DRAWING NO:
DRAWING TITLE:
PROJECT NAME:
CLIENT:
418 BEAVER STREET
SEWICKLEY, PA 15143
PH: 412.287.7333
www.aeworks.com
PROFESSIONAL:
COPYRIGHT 2024 BY AE WORKS LTD ALL RIGHTS RESERVED.
SUBMISSION:
CONSTRUCTION BID
DOCUMENTS
AE WORKS®
A u to d e s k D o c s
/A F
R H
-0
S h e ri d a n /A
F R
H -0
A R
C H
-2
.r v t
/5
/2
:1
:5
A
M
AD102
TW
DC
AFRH-033
OVERALL SECOND
FLOOR DEMOLITION
PLAN
AFRH SHERIDAN
RENOVATION
140 ROCK CREEK
CHURCH ROAD,
NORTHWEST,
WASHINGTON, DC
ARMED FORCES
RETIREMENT HOME -
WASHINGTON D.C.
09/05/25
1/16" = 1'-0"
OVERALL SECOND FLOOR DEMOLITION PLAN
GENERAL DEMOLITION NOTES
1 VERIFY ALL EXISTING CONDITIONS AND COORDINATE ALL DEMOLITION ACTIVITIES
WITH ANY NEW CONSTRUCTION AS INDICATED WITHIN THE CONSTRUCTION
DOCUMENTS. DO NOT SCALE DRAWINGS.
2 PERFORM ALL NECESSARY DEMOLITION ACTIVITIES AS REQUIRED FOR INSTALLATION
OF NEW CONSTRUCTION AS INDICATED WITHIN THE CONSTRUCTION DOCUMENTS.
COORDINATE WITH THOSE DOCUMENTS FOR EXACT DIMENSIONS AND LOCATIONS OF
FINISHED WORK.
3 ALL DEMOLITION NOT SPECIFICALLY INDICATED, BUT NECESSARY TO COMPLETE THE
PROJECT AS INDICATED ON THE CONSTRUCTION DOCUMENTS, TO BE THE
RESPONSIBILITY OF THE CONTRACTOR.
4 INSPECT AND ACCESS EACH SPACE AND FULFILL THE INTENT OF THE WORK
REQUIRED BY THE CONTRACT DOCUMENTS. DEVIATIONS REQUIRED BY EXISTING
FIELD CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR
TO PROCEEDING WITH THE WORK.
5 ANY CUTTING AND REMOVAL INDICATED ON THE CONSTRUCTION DOCUMENTS ARE
GENERAL INDICATIONS ONLY AND MAY NOT NECESSARILY SHOW THE FULL EXTENT
OF CUTTING AND REMOVAL NECESSARY.
6 THROUGHOUT THE COURSE OF DEMOLITION ACTIVITIES, PROPERLY PROTECT AND
EXISTING CONSTRUCTION INDICATED TO REMAIN. EXCERCISE CARE WHEN REMOVING
ADJACENT CONSTRUCTION AND PROPERLY REPAIR (TO ORIGINAL CONDITION) ANY
AREAS SCHEDULED TO REMAIN THAT SUSTAIN DAMAGE AS A RESULT OF DEMOLITION
ACTIVITIES.
7 CONSTRUCT DUST PROOF PROTECTIVE BARRIERS AS NECESSARY AT AREAS OF
INTERIOR DEMOLITION TO PROTECT EXISTING CONSTRUCTION AND EQUIPMENT
SCHEDULED TO REMAIN.
8 PERFORM ALL WORK REQUIRED TO PROTECT BUILDING OCCUPANTS AND EXISTING
BUILDING UTILITIES. THE BUILDING WILL REMAIN IN OPERATION THROUGHOUT THE
COURSE OF DEMOLITION AND CONSTRUCTION ACTIVITIES.
9 PROVIDE ALL NECESSARY TEMPORARY BRACING AND SHORING AS REQUIRED TO
MAINTAIN THE INTEGRITY AND STRUCTURAL STABILITY OF THE BUILDING AND ITS
INDIVIDUAL ELEMENTS.
10 EXCEPT AS NOTED OTHERWISE, REMOVE ALL DEMOLISHED MATERIALS FROM THE
SITE AND DISPOSE OF IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL LAW
REGULATIONS. DO NOT BURN, BURY OR SELL MATERIALS ON THE PROJECT SITE. AT
THE COMPLETION OF EACH WORK DAY, CLEAN THE ENTIRE WORK AREA AND LEAVE IN
A NEAT CONDITION FREE OF DEBRIS AND RUBBISH.
11 STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, TELECOMMUNICATION, AND
CIVIL DOCUMENTS PROVIDE ADDITIONAL DEMOLITION REQUIREMENTS. THE
CONTRACTOR IS RESPONSIBLE FOR ALL DOCUMENTS THAT MAY PROVIDE ADDITIONAL
DEMOLITION REQUIREMENTS BEYOND THOSE SPECIFICALLY INDICATED ON THE
ARCHITECTURAL DEMOLITION PLANS.
12 THROUGHOUT THE COURSE OF DEMOLITION ACTIVITIES, PATCH, REPAIR AND
PREPARE EXISTING EXPOSED SURFACES AND/OR ADJACENT MATERIAL AS REQUIRED
TO RECEIVE NEW FINISHES.
13 CAREFULLY REMOVE AND DELIVER TO THE OWNER ANY EXISTING FIRE
EXTINGUISHERS OR OTHER IDENTIFIED ITEMS FOUND WITHIN THE LIMIT OF
DEMOLITION ACTIVITIES.
14 THE OWNER RESERVES THE RIGHT TO REMOVE ITEMS SCHEDULED FOR DEMOLITION
PRIOR TO THE START OF DEMOLITION ACTIVITIES AND MAY CLAIM ANY ITEMS
REMOVED BY THE CONTRACTOR THROUGHOUT THE COURSE OF DEMOLITION.
15 ALL CEILINGS FROM THE FIRST FLOOR THROUGH THE SEVENTH TO BE REMOVED
ENTIRELY. THE MAJORITY OF THE CEILINGS ON THESE FLOORS IS ACT GRID AND
DRYWALL BULKHEADS. ALL ASSOCIATED LIGHT FIXTURES, DUCTWORK, VENTS,
GRILLES AND CEILING MOUNTED ITEMS TO BE REMOVED. FOR DEMOLITION OF THE
BASEMENT LEVEL, REFER TO THE PARTIAL DEMO PLANS KEYNOTES.
NO DATE REVISION
FESSIONAL:
09/05/25
PHASING DESCRIPTIONS
NOT
FOR
CONSTRUCTION
BASE BID SCOPE
OPTION SCOPE
3N
3N
4N
4N 5 6 7 8 10 12
14 15
17 18
19 21 23
27 28
NN
MM
LL
K
K
J J
HH
GG
FF
EE
DD
CC
BB
AA
HNHN
GNGN
FNFN
ENEN
DNDN
CNCN
BNBN
ANAN
HS HS
GS GS
FS FS
ES ES
DS DS
CS CS
BS BS
AS AS
NSNN
KN
1N
1N
29S
29S
30S
30S
31S
31S
32S
32S
15.5
15.5
16.5
16.5
A.5A.5
B.5B.5
C.5C.5
D.5D.5
E.5E.5
F.5F.5
P A
R T
B A
D
3B
P A
R T
A A
D
3A
17.5
17.5
LAUNDRY
UNIT
CORRIDOR
UNIT
HOUSE KEEPING
3-5
STAIRS
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
3-1
STAIRS
UNIT
UNIT
TUB ROOM
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
3-6
STAIRS
TUB ROOM
TOILET
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
3-2
STAIRS
UNIT
UNIT
UNIT
UNIT
CORRIDOR
FIRE
MECH. RM
LOBBY
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
3-3
STAIRS
UNIT
UNIT
UNIT
UNIT
CORRIDOR
VENDING
LOUNGE 3027
TUB ROOM
JAN
ELEC.
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
3-7
STAIRS
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
3-4
STAIRS 3415
UNIT
UNIT
UNIT
TUB ROOM
LAUNDRY
CORRIDOR
CORRIDOR
ELEVATOR LOBBY
UNIT
TLT.
TUB RM.
ELEC.
ELEC.
UNIT
VENDING
ELEC.
UNIT
ELEC.
AD201 2
AD201
AD202
AD2022
A B
N
DATE:
DRAWN BY:
CHECKED BY:
PROJ. NO:
DRAWING NO:
DRAWING TITLE:
PROJECT NAME:
CLIENT:
418 BEAVER STREET
SEWICKLEY, PA 15143
PH: 412.287.7333
www.aeworks.com
PROFESSIONAL:
COPYRIGHT 2024 BY AE WORKS LTD ALL RIGHTS RESERVED.
SUBMISSION:
CONSTRUCTION BID
DOCUMENTS
AE WORKS®
A u to d e s k D o c s
/A F
R H
-0
S h e ri d a n /A
F R
H -0
A R
C H
-2
.r v t
/5
/2
:1
:3
A
M
AD103
TW
DC
AFRH-033
OVERALL TYPICAL
FLOOR DEMOLITION
PLAN (FLOORS 3-7)
AFRH SHERIDAN
RENOVATION
140 ROCK CREEK
CHURCH ROAD,
NORTHWEST,
WASHINGTON, DC
ARMED FORCES
RETIREMENT HOME -
WASHINGTON D.C.
09/05/25
1/16" = 1'-0"
OVERALL TYPICAL FLOOR DEMOLITION PLAN
GENERAL DEMOLITION NOTES
1 VERIFY ALL EXISTING CONDITIONS AND COORDINATE ALL DEMOLITION ACTIVITIES
WITH ANY NEW CONSTRUCTION AS INDICATED WITHIN THE CONSTRUCTION
DOCUMENTS. DO NOT SCALE DRAWINGS.
2 PERFORM ALL NECESSARY DEMOLITION ACTIVITIES AS REQUIRED FOR INSTALLATION
OF NEW CONSTRUCTION AS INDICATED WITHIN THE CONSTRUCTION DOCUMENTS.
COORDINATE WITH THOSE DOCUMENTS FOR EXACT DIMENSIONS AND LOCATIONS OF
FINISHED WORK.
3 ALL DEMOLITION NOT SPECIFICALLY INDICATED, BUT NECESSARY TO COMPLETE THE
PROJECT AS INDICATED ON THE CONSTRUCTION DOCUMENTS, TO BE THE
RESPONSIBILITY OF THE CONTRACTOR.
4 INSPECT AND ACCESS EACH SPACE AND FULFILL THE INTENT OF THE WORK
REQUIRED BY THE CONTRACT DOCUMENTS. DEVIATIONS REQUIRED BY EXISTING
FIELD CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR
TO PROCEEDING WITH THE WORK.
5 ANY CUTTING AND REMOVAL INDICATED ON THE CONSTRUCTION DOCUMENTS ARE
GENERAL INDICATIONS ONLY AND MAY NOT NECESSARILY SHOW THE FULL EXTENT
OF CUTTING AND REMOVAL NECESSARY.
6 THROUGHOUT THE COURSE OF DEMOLITION ACTIVITIES, PROPERLY PROTECT AND
EXISTING CONSTRUCTION INDICATED TO REMAIN. EXCERCISE CARE WHEN REMOVING
ADJACENT CONSTRUCTION AND PROPERLY REPAIR (TO ORIGINAL CONDITION) ANY
AREAS SCHEDULED TO REMAIN THAT SUSTAIN DAMAGE AS A RESULT OF DEMOLITION
ACTIVITIES.
7 CONSTRUCT DUST PROOF PROTECTIVE BARRIERS AS NECESSARY AT AREAS OF
INTERIOR DEMOLITION TO PROTECT EXISTING CONSTRUCTION AND EQUIPMENT
SCHEDULED TO REMAIN.
8 PERFORM ALL WORK REQUIRED TO PROTECT BUILDING OCCUPANTS AND EXISTING
BUILDING UTILITIES. THE BUILDING WILL REMAIN IN OPERATION THROUGHOUT THE
COURSE OF DEMOLITION AND CONSTRUCTION ACTIVITIES.
9 PROVIDE ALL NECESSARY TEMPORARY BRACING AND SHORING AS REQUIRED TO
MAINTAIN THE INTEGRITY AND STRUCTURAL STABILITY OF THE BUILDING AND ITS
INDIVIDUAL ELEMENTS.
10 EXCEPT AS NOTED OTHERWISE, REMOVE ALL DEMOLISHED MATERIALS FROM THE
SITE AND DISPOSE OF IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL LAW
REGULATIONS. DO NOT BURN, BURY OR SELL MATERIALS ON THE PROJECT SITE. AT
THE COMPLETION OF EACH WORK DAY, CLEAN THE ENTIRE WORK AREA AND LEAVE IN
A NEAT CONDITION FREE OF DEBRIS AND RUBBISH.
11 STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, TELECOMMUNICATION, AND
CIVIL DOCUMENTS PROVIDE ADDITIONAL DEMOLITION REQUIREMENTS. THE
CONTRACTOR IS RESPONSIBLE FOR ALL DOCUMENTS THAT MAY PROVIDE ADDITIONAL
DEMOLITION REQUIREMENTS BEYOND THOSE SPECIFICALLY INDICATED ON THE
ARCHITECTURAL DEMOLITION PLANS.
12 THROUGHOUT THE COURSE OF DEMOLITION ACTIVITIES, PATCH, REPAIR AND
PREPARE EXISTING EXPOSED SURFACES AND/OR ADJACENT MATERIAL AS REQUIRED
TO RECEIVE NEW FINISHES.
13 CAREFULLY REMOVE AND DELIVER TO THE OWNER ANY EXISTING FIRE
EXTINGUISHERS OR OTHER IDENTIFIED ITEMS FOUND WITHIN THE LIMIT OF
DEMOLITION ACTIVITIES.
14 THE OWNER RESERVES THE RIGHT TO REMOVE ITEMS SCHEDULED FOR DEMOLITION
PRIOR TO THE START OF DEMOLITION ACTIVITIES AND MAY CLAIM ANY ITEMS
REMOVED BY THE CONTRACTOR THROUGHOUT THE COURSE OF DEMOLITION.
15 ALL CEILINGS FROM THE FIRST FLOOR THROUGH THE SEVENTH TO BE REMOVED
ENTIRELY. THE MAJORITY OF THE CEILINGS ON THESE FLOORS IS ACT GRID AND
DRYWALL BULKHEADS. ALL ASSOCIATED LIGHT FIXTURES, DUCTWORK, VENTS,
GRILLES AND CEILING MOUNTED ITEMS TO BE REMOVED. FOR DEMOLITION OF THE
BASEMENT LEVEL, REFER TO THE PARTIAL DEMO PLANS KEYNOTES.
NO DATE REVISION
FESSIONAL:
09/05/25
PHASING DESCRIPTIONS
NOT
FOR
CONSTRUCTION
BASE BID SCOPE
OPTION SCOPE
DN
DN
DN
DN
DNDN
UP
2N
2N
3N
3N
4N
4N 5 6 7 8 10 12
14 15 16 17 18
19 21 23 25 26 27 28
N
N
MM
LL
KK
J
J
H
H
GG
FF
EE
DD
C
C
BB
AA
HN
GN
FN
EN
DN
CN
BN
AN
HS
GS
FS
ES
DS
CS
BS
AS
NSNN
KN
1N
1N
29S
29S
30S
30S
31S
31S
32S
32S
9 22
2215.5 16.5
6.2
A.5A.5
B.5B.5
C.5C.5
D.5D.5
E.5E.5
F.5F.5
26.52415.2 15.48.8
G.6 G.6
24.2
H.1 H.1
8.5 24.5
CORRIDOR
G111D
POST OFFICE
G111
VESTIBULE
G111C
STAIRS
G-1
SORTING
G111B
POSTAL SERVICE
G111A
POST OFFICE
G111
MECHANICAL
G107
WRAPPING RM
G105
BEAUTY SALON
G105A
STOR
G103
TOILET
G101 STORAGE
G102
CORRIDOR
G100
STOR
G106
ELEV EQUIP
G104
MECHANICAL
G110
TRANSFORMER
ROOM
G001
LAUNDRY
G002
STAIRS
G-6
C O
R R
ID
O
R
G
MECHANICAL
G202
SHELL SPACE A
G201
STORAGE
G004
ELEC
G006
RESIDENT
COMPUTER GAME
ROOM
G211A
WOOD SHOP
G211
WOOD SHOP
G210
HOBBY ROOM
G205
WOMEN'S
G007
JC
G008
CORRIDOR
G209
HOBBY ROOM
G206
FAN ROOM
G207
STAIRS
G-2
PAINT ROOM
G213
WOOD SHOP
G208
SHELL SPACE B
G313
STOR
G302
STOR
G010
CORRIDOR
G011
STORAGE
G301
BANK
G014
ELEVATOR LOBBY
G013
STORAGE
G012A
STORAGE
G018
STORAGE
G023
FIRE PUMP RM
G020
MECHANICAL
G022
TRASH ROOM
G021
MEN'S
G015
JC
G017
PHONE BOOTH
G016
CORRIDOR
G024
TRANSFORMER
ROOM
G023
STAIRS
G-7
CANTEEN
G317
THRIFT SHOP
G324A
FAN ROOM
G320
STAIRS
G-3
SHELL SPACE C
G333
CHILLER
G325A
CHILLER
G325
SHELL SPACE D
G324
ELEVATOR LOBBY
G026
SERVICE
CORRIDOR
G030
ELEV RM
G028
CORRIDOR
G029
ELECTRICAL
G403
MECHANICAL
G405
STORAGE
G407
MECHANICAL
G404
KILN ROOM
G408
OFFICE
G411
TOILET
G410
STAIRS
G-4
CERAMICS ROOM
G409
CORRIDOR
G401
THRIFT SHOP
G324A
STEAM TUNNEL
G031
P A
R T
B A
0B
P A
R T
A A
0A
CORRIDOR
G005
STORAGE
G012
A301
A301
A301
A302
A302
VESTIBULE
G015AVESTIBULE
G007A
CORRIDOR
G019
STAIRS
G-5
17.8
DEMARC
G022A
5.5
G.4
6.7 7.6 17.5
17.6 20
A.6A.6
D.6D.6
E.6 E.6
F.6F.6
G.3G.3
F.8
F.9
G.5 G.5
27.825.5
G.2
27.9
G.5a
AN.1
A.1 A.1
AS.1
MECH
G314
4'
7/
8"
6' - 0"7' - 1"7' - 1"6' - 0"
9'
8'
7'
9'
9'
/2
8' - 3 1/2"5' - 9 1/2"
CEILING
ABOVE
NORTH
LOADING
DOCK
SOUTH
LOADING
DOCK
5" 41' - 10" 11" 137' - 6" 1' - 0" 18' - 0" 1' - 0" 131' - 1" 1' - 6 1/4"
A210
A211
A210 1
A2112
CEILING
ABOVE
TO
SCOTT
BLDG
SEE CS-SERIES
AND MECH
HD107
381' - 4" 48' - 0 3/4"
SEE A101
4' - 11"
8'
/4
SEE CS-SERIES SEE CS-SERIES
TELECOM
G006A
TELECOM
G016A
8'
/2
111' - 0" 41' - 7" 7' - 5 1/2" 61' - 2 1/2" 7' - 6" 41' - 7" 42' - 1 1/2"
381' - 4"
8'
7'
/2
1:12
1:12
1:12
1:12
A B
EXSITING JOINT LOCATION NEW JOINT LOCATION
EXPANSION JOINT LEGEND
N
DATE:
DRAWN BY:
CHECKED BY:
PROJ. NO:
DRAWING NO:
DRAWING TITLE:
PROJECT NAME:
CLIENT:
418 BEAVER STREET
SEWICKLEY, PA 15143
PH: 412.287.7333
www.aeworks.com
PROFESSIONAL:
COPYRIGHT 2024 BY AE WORKS LTD ALL RIGHTS RESERVED.
SUBMISSION:
CONSTRUCTION BID
DOCUMENTS
AE WORKS®
A u to d e s k D o c s
/A F
R H
-0
S h e ri d a n /A
F R
H -0
A R
C H
-2
.r v t
/5
/2
:1
:1
A
M
A100
AC
RS
AFRH-033
OVERALL BASEMENT
FLOOR PLAN
AFRH SHERIDAN
RENOVATION
140 ROCK CREEK
CHURCH ROAD,
NORTHWEST,
WASHINGTON, DC
ARMED FORCES
RETIREMENT HOME -
WASHINGTON D.C.
09/05/25
1/16" = 1'-0"
OVERALL BASEMENT FLOOR PLAN
GENERAL CONSTRUCTION NOTES
1. PARTITION TYPES: UNLESS OTHERWISE NOTED, NEW PARTITIONS SHALL BE TYPE A3.
AT EXISTING COLUMNS AND PERIMETER NEW PARTITIONS SHALL BE D3 UNLESS NOTED
OTHERWISE.
2. CONTRACTOR TO COORDINATE ALL BLOCKING FOR CASEWORK , ACCESSORIES, ETC.
3. PROVIDE ADEQUATE BACKUP AND BLOCKING FOR ALL WALL OR CEILING MOUNTED
EQUIPMENT, ARCHITECTURAL WOODWORK, HANDRAILS, LIGHTING, OR OTHER
MISCELLANEOUS ITEMS AS SHOWN ON DRAWINGS.
4. REFER TO REFLECTED CEILING PLANS FOR THE CEILING TYPE AND HEIGHT.
COORDINATE HEIGHTS OF GYPSUM BOARD WITH CEILING HEIGHT AND WITH PARTITION
DETAILS SHOWN HERE.
5. REFER TO FINISH SCHEDULE, INTERIOR ELEVATIONS, AND ARCHITECTURAL
CASEWORK DETAILS FOR WALL FINISHES AND WALL MOUNTED ACCESSORIES TO
COORDINATE BLOCKING REQUIREMENTS.
6. AT CERAMIC TILE, INSTALL CEMENTITIOUS BACKER BOARD. SHIM BACKER BOARD AS
REQUIRED TO RESULT IN A FLUSH TRANSITION TO NON-BACKER BOARD.
7. IN TOILET ROOMS, PROVIDE MOISTURE RESISTANT GYPSUM BOARD ON ALL WALLS.
8. PARTITION THICKNESS DIMENSIONS AS SHOWN ARE MINIMUM NOMINAL DIMENSIONS.
ACTUAL DIMENSIONS MAY DIFFER SLIGHTLY TO SUIT FIELD CONDITIONS.
NO DATE REVISION
FESSIONAL:
09/05/25
PHASING DESCRIPTIONS
NOT
FOR
CONSTRUCTION
BASE BID SCOPE
OPTION SCOPE
3N
3N
4N
4N 5 6 7 8 10 12
14 15 16 17 18
21 23 25 26 27 28
NN
MM
LL
KK
JJ
HH
GG
FF
EE
DD
CC
BB
AA
HN
GN
FN
EN
DN
CN
BN
AN
HS
GS
FS
ES
DS
CS
BS
AS
NSNN
1N
1N
29S
29S
30S 31S
31S
32S
32S
9 22
15.5 16.5
P P
Q Q
A2112
6.2
A.5A.5
B.5B.5
C.5C.5
D.5D.5
E.5
E.5
F.5F.5
26.52415.48.8 24.28.5 24.5
TELECOM
ELEC
FIRE
1017 MECH
LAUNDRY
CORRIDOR
ELEVATOR LOBBY
JC
ELEC
CORRIDOR
STAIRS
1-5
OPEN
DINING/NUTRITION
CORRIDOR
MRT
STAIRS
1-6
OFFICE
OFFICE
NURSE/CHARTING
1219 TLT
LINEN
TLT
SPA
STAIRS
1-2
MEN'S TLT
TLT VESTIBULE
1018C
ELEVATOR LOBBY
VESTIBULE
WOMEN'S TLT
STAIRS
1-1
TLT
MRT
SERVERY
OPEN
DINING/NUTRITION
STAIRS
1-7
CLEAN
O2 GAS STOR
1318A
MED ROOM
STOR
STAIRS
1-3
STAFF
ELEVATOR LOBBY
VESTIBULE
LINEN
ELEC
JC
CORRIDOR
SAT. NURSE/MED
DISP.
TRASH
UNIT E
UNIT D2
UNIT E
UNIT D1
UNIT E
UNIT E
UNIT D1
UNIT D1
UNIT D2
UNIT B
UNIT B
UNIT B
1205 UNIT A
UNIT B
UNIT D5
UNIT B3
UNIT B3
UNIT B
UNIT B
UNIT B
UNIT B2
UNIT D4
UNIT A
UNIT D3
UNIT B4
UNIT A
UNIT D4
UNIT B
UNIT B
UNIT A
UNIT B
UNIT B
UNIT D5
UNIT B
UNIT B
UNIT B3
UNIT B
UNIT E
UNIT D2
UNIT D1
UNIT D1
UNIT E
UNIT E
UNIT E
UNIT E
UNIT D1
STAIRS
1-4
CORRIDOR
1300A
UNIT A2
UNIT B2
ELEC
TLT
1322SPA
STORAGE
STORAGE
VESTIBULE
1019A
WAITING ROOM
1019C
VESTIBULE
1019D
WAITING ROOM
1019B
A301
A301
A301
A302
A302
P A
R T
B A
1B
P A
R T
A A
1A
UNIT D2
UNIT B3
G.4
6.7
17.5
17.6 20
A.6A.6
D.6
D.6
E.6E.6
F.6
G.3
F.8
UNIT E
G.2
14' - 8" 14' - 8"
46' - 10" 42' - 1 1/2" 26' - 2 1/2"41' - 7"41' - 7"47' - 1 1/2"21' - 2 1/2" 42' - 8"
CORRIDOR
G.5a
SOILED
OFFICE
CLEAN
MED DISPENSING
VESTIBULE
TRASH
AN.1 AS.1
LOBBY TLT
1018D
LOBBY TLT
1018B
TLT VESTIBULE
1018A
NURSE/CHARTING
STAFF LOUNGE
SOILED
42' - 8"
CORRIDOR
UNIT A2
SERVERY
CORRIDOR
CORRIDOR
5'
/2
1'
0"
5" 41' - 10" 6" 109' - 5" 1' - 3 1/2" 1' - 3 1/2" 109' - 5" 6" 41' - 10" 5"
OPEN
TO
BELOW
OPEN
TO
BELOW
7' - 0"
8'
/2
8'
A210
16' - 8" 7' - 0"
395' - 4"
1' - 0"6' - 0"
UNDERGROUND ACCESS
TO SCOTT BLDG. SEE
BASEMENT PLAN
16' - 8"
12' - 2 1/2"
SEE A100
A211
7'
/2
A210 1
SEE CS-SERIES
SEE CS-SERIES
24' - 5 1/2" 25' - 6" 24' - 5 1/2"
381' - 4"
9'
/2
/2
6'
/8
7'
/2
COMMUNITY ROOM
KITCHEN
1503A
TLT
1503B
JC
1503C
ELEC
TELECOM
UNIT D3
UNIT B4
CANOPY EDGE ABOVE
5'
/2
1'
0"
5'
9'
5'
A B
EXSITING JOINT LOCATION NEW JOINT LOCATION
EXPANSION JOINT LEGEND
N
DATE:
DRAWN BY:
CHECKED BY:
PROJ. NO:
DRAWING NO:
DRAWING TITLE:
PROJECT NAME:
CLIENT:
418 BEAVER STREET
SEWICKLEY, PA 15143
PH: 412.287.7333
www.aeworks.com
PROFESSIONAL:
COPYRIGHT 2024 BY AE WORKS LTD ALL RIGHTS RESERVED.
SUBMISSION:
CONSTRUCTION BID
DOCUMENTS
AE WORKS®
A u to d e s k D o c s
/A F
R H
-0
S h e ri d a n /A
F R
H -0
A R
C H
-2
.r v t
/5
/2
:1
:4
A
M
A101
AC
RS
AFRH-033
OVERALL FIRST FLOOR
PLAN
AFRH SHERIDAN
RENOVATION
140 ROCK CREEK
CHURCH ROAD,
NORTHWEST,
WASHINGTON, DC
ARMED FORCES
RETIREMENT HOME -
WASHINGTON D.C.
09/05/25
1/16" = 1'-0"
OVERALL FIRST FLOOR PLAN
GENERAL CONSTRUCTION NOTES
1. PARTITION TYPES: UNLESS OTHERWISE NOTED, NEW PARTITIONS SHALL BE TYPE A3.
AT EXISTING COLUMNS AND PERIMETER NEW PARTITIONS SHALL BE D3 UNLESS NOTED
OTHERWISE.
2. CONTRACTOR TO COORDINATE ALL BLOCKING FOR CASEWORK , ACCESSORIES, ETC.
3. PROVIDE ADEQUATE BACKUP AND BLOCKING FOR ALL WALL OR CEILING MOUNTED
EQUIPMENT, ARCHITECTURAL WOODWORK, HANDRAILS, LIGHTING, OR OTHER
MISCELLANEOUS ITEMS AS SHOWN ON DRAWINGS.
4. REFER TO REFLECTED CEILING PLANS FOR THE CEILING TYPE AND HEIGHT.
COORDINATE HEIGHTS OF GYPSUM BOARD WITH CEILING HEIGHT AND WITH PARTITION
DETAILS SHOWN HERE.
5. REFER TO FINISH SCHEDULE, INTERIOR ELEVATIONS, AND ARCHITECTURAL
CASEWORK DETAILS FOR WALL FINISHES AND WALL MOUNTED ACCESSORIES TO
COORDINATE BLOCKING REQUIREMENTS.
6. AT CERAMIC TILE, INSTALL CEMENTITIOUS BACKER BOARD. SHIM BACKER BOARD AS
REQUIRED TO RESULT IN A FLUSH TRANSITION TO NON-BACKER BOARD.
7. IN TOILET ROOMS, PROVIDE MOISTURE RESISTANT GYPSUM BOARD ON ALL WALLS.
8. PARTITION THICKNESS DIMENSIONS AS SHOWN ARE MINIMUM NOMINAL DIMENSIONS.
ACTUAL DIMENSIONS MAY DIFFER SLIGHTLY TO SUIT FIELD CONDITIONS.
1 *1401 FIRST FLOOR ENLARGED ACCESSIBLE UNIT E TYPE A 350-375 SF A418
1101, 1102, 1104, 1106, 1108, 1402, 1404, 1406, 1408 FIRST FLOOR ENLARGED ACCESSIBLE UNIT E TYPE A 275-300 SF A418
1 1204, 1305 FIRST FLOOR ENLARGED ACCESSIBLE UNIT D5 TYPE A 400-450 SF A418
1 1001, 1008 FIRST FLOOR ENLARGED ACCESSIBLE UNIT D4 TYPE A 400-450 SF A416
1 1003, 1006 FIRST FLOOR ENLARGED ACCESSIBLE UNIT D3 TYPE A 400-450 SF A416
1103, 1109, 1403, FIRST FLOOR ENLARGED ACCESSIBLE UNIT D2 -
BARIATRIC
TYPE A -
BARIATRIC 400-450 SF A417
1105, 1107, 1110, 1405, 1407, 1410 FIRST FLOOR ENLARGED ACCESSIBLE UNIT D1 TYPE A 400-450 SF A417
1 1004, 1005 FIRST FLOOR ENLARGED ACCESSIBLE UNIT B4 TYPE A 625-650 SF A415
1206, 1208, 1307, 1309 FIRST FLOOR ENLARGED ACCESSIBLE UNITS B3 TYPE A 650-675 SF A415
1 1212, 1312 FIRST FLOOR ENLARGED ACCESSIBLE UNIT B2 TYPE A 600-630 SF A414
1201, 1203, 1205, 1207, 1209, 1210, 1211, 1301, 1302, 1304, 1306, 1308, 1310, 1311 FIRST FLOOR ENLARGED ACCESSIBLE UNIT B TYPE A 575-600 SF A414
1 1501, 1502 FIRST FLOOR ENLARGED ACCESSIBLE UNIT A2 TYPE A 700-730 SF A413
1002, 1007, 1202, 1303 FIRST FLOOR ENLARGED ACCESSIBLE UNIT A TYPE A 675-700 SF A413
FLOOR ROOM NUMBERS ROOM DESCRIPTION
ANSI 117.1 CH11
DWELLING TYPE SIZE RANGE 1/4" ENLARGED PLAN
RESIDENT ROOM TYPE SCHEDULE - FIRST FLOOR
NO DATE REVISION
FESSIONAL:
09/05/25
PHASING DESCRIPTIONS
NOT
FOR
CONSTRUCTION
BASE BID SCOPE
OPTION SCOPE
3N
3N
4N
4N 5 6 7 8 10 12
14 15 16 17 18
19 21 23 25 26 27 28
NN
MM
LL
K
JJ
H
H
GG
FF
EE
DD
CC
BB
AA
HN
GN
FN
EN
DN
CN
BN
AN
HS
GS
FS
ES
DS
CS
BS
AS
NSNN
KN
1N
1N
29S
29S
30S 31S
31S
32S
32S
9 22
15.5 16.5
P P
Q Q
A210 1
A2112
A211
D.5D.5
2415.4
CORRIDOR
UNIT E1
UNIT D9
STAIRS
2-5
ELEVATOR LOBBY
ELEC
JANITOR
UNIT A2
UNIT A2
UNIT A2
UNIT A2
STAIRS
2-1
UNIT A1
LAUNDRY
UNIT D8
TRASH
CORRIDOR
UNIT E1
UNIT D9
UNIT A2 OPP
UNIT A2 OPP
UNIT A2 OPP
UNIT A2 OPP
UNIT D8
UNIT A1
LAUNDRY
TRASH
JANITOR
ELEVATOR LOBBY
ELEC
STAIRS
2-4
UNIT A2 OPP
UNIT A2
UNIT D8
UNIT A2 OPP
UNIT C1
UNIT C2
UNIT D1
UNIT D1
LOUNGE
UNIT C2
UNIT C1
UNIT A2 OPP
2011 UNIT D8
UNIT A2
UNIT A2 OPP
ELEC.
TELECOM
ELEVATOR LOBBY
TELECOM
ELEC
STAIRS
2-6
STAIRS
2-7
CORRIDOR
CORRIDOR
CORRIDOR
CORRIDOR
STAIRS
2-2
UNIT D2
UNIT D7
UNIT D4 OPP
UNIT D4
UNIT D5
LAUNDRY
UNIT D6
UNIT D6 OPP
UNIT A3
CORRIDOR
UNIT D7
UNIT D2
UNIT D3 OPP
UNIT D3
UNIT D4
UNIT D4 OPP
UNIT D5 OPP
LAUNDRY
STAIRS
2-3
UNIT D6
2307 UNIT D6 OPP
UNIT A3
CORRIDOR
CORRIDOR
A301
A301
A301
A302
A302
P A
R T
B A
2B
P A
R T
A A
2A
VESTIBULE
17.5
17.6 20
D.6D.6
E.6E.6
F.6F.6
G.3G.3
UNIT D3 OPP
TLT
2414A
A210
16' - 8" 16' - 8"
/8
3/
8"
5" 42' - 4" 295' - 10" 42' - 4" 5"
5"
8'
/2
8'
381' - 4"
395' - 4"
1'
/2
7' - 0" 50' - 9 3/8" 51' - 0 1/4" 8' - 1 3/8" 42' - 8" 8' - 1 3/8"
6' - 6 5/8" 46' - 10" 6' - 6 5/8"
8' - 1 3/8" 42' - 8" 59' - 1 5/8" 50' - 9 3/8" 7' - 0"
6'
1/
8"
/2
7'
/8
/8
"UNIT D3
SPA
ROOF TYPE
R3. SEE A560
ROOF TYPE
R5. SEE A560
ROOF TYPE
R5. SEE A560
A B
N
DATE:
DRAWN BY:
CHECKED BY:
PROJ. NO:
DRAWING NO:
DRAWING TITLE:
PROJECT NAME:
CLIENT:
418 BEAVER STREET
SEWICKLEY, PA 15143
PH: 412.287.7333
www.aeworks.com
PROFESSIONAL:
COPYRIGHT 2024 BY AE WORKS LTD ALL RIGHTS RESERVED.
SUBMISSION:
CONSTRUCTION BID
DOCUMENTS
AE WORKS®
A u to d e s k D o c s
/A F
R H
-0
S h e ri d a n /A
F R
H -0
A R
C H
-2
.r v t
/5
/2
:1
:3
A
M
A102
AC
RS
AFRH-033
OVERALL SECOND
FLOOR PLAN
AFRH SHERIDAN
RENOVATION
140 ROCK CREEK
CHURCH ROAD,
NORTHWEST,
WASHINGTON, DC
ARMED FORCES
RETIREMENT HOME -
WASHINGTON D.C.
09/05/25
1/16" = 1'-0"
OVERALL SECOND FLOOR PLAN
GENERAL CONSTRUCTION NOTES
1. PARTITION TYPES: UNLESS OTHERWISE NOTED, NEW PARTITIONS SHALL BE TYPE A3.
AT EXISTING COLUMNS AND PERIMETER NEW PARTITIONS SHALL BE D3 UNLESS NOTED
OTHERWISE.
2. CONTRACTOR TO COORDINATE ALL BLOCKING FOR CASEWORK , ACCESSORIES, ETC.
3. PROVIDE ADEQUATE BACKUP AND BLOCKING FOR ALL WALL OR CEILING MOUNTED
EQUIPMENT, ARCHITECTURAL WOODWORK, HANDRAILS, LIGHTING, OR OTHER
MISCELLANEOUS ITEMS AS SHOWN ON DRAWINGS.
4. REFER TO REFLECTED CEILING PLANS FOR THE CEILING TYPE AND HEIGHT.
COORDINATE HEIGHTS OF GYPSUM BOARD WITH CEILING HEIGHT AND WITH PARTITION
DETAILS SHOWN HERE.
5. REFER TO FINISH SCHEDULE, INTERIOR ELEVATIONS, AND ARCHITECTURAL
CASEWORK DETAILS FOR WALL FINISHES AND WALL MOUNTED ACCESSORIES TO
COORDINATE BLOCKING REQUIREMENTS.
6. AT CERAMIC TILE, INSTALL CEMENTITIOUS BACKER BOARD. SHIM BACKER BOARD AS
REQUIRED TO RESULT IN A FLUSH TRANSITION TO NON-BACKER BOARD.
7. IN TOILET ROOMS, PROVIDE MOISTURE RESISTANT GYPSUM BOARD ON ALL WALLS.
8. PARTITION THICKNESS DIMENSIONS AS SHOWN ARE MINIMUM NOMINAL DIMENSIONS.
ACTUAL DIMENSIONS MAY DIFFER SLIGHTLY TO SUIT FIELD CONDITIONS.
2-7 X101, X401 INDEPENDENT LIVING - UNIT E1 TYPE A 350-400 SF A425
2-7 X102, X402 INDEPENDENT LIVING - UNIT D9 TYPE A 450-500 SF A425
2-7 X003, X107, X012, X407 INDEPENDENT LIVING - UNIT D8 TYPE A 450-500 SF A424
2-7 X202,X301 INDEPENDENT LIVING - UNIT D7 TYPE A 450-500 SF A425
2-7 X208, X209, X307, X310 INDEPENDENT LIVING - UNIT D6 TYPE B 450-500 SF A424
2-7 X207, X308 INDEPENDENT LIVING - UNIT D5 TYPE B 450-500 SF A423
2-7 X205, X206, X305, X306 INDEPENDENT LIVING - UNIT D4 TYPE B 450-500 SF A423
2-7 X203, X204, X303, X304 INDEPENDENT LIVING - UNIT D3 TYPE B 450-500 SF A422
2-7 X201, X302 INDEPENDENT LIVING - ACCESSIBLE UNIT D2 TYPE A 450-500 SF A421
2-7 X007, X008 INDEPENDENT LIVING - UNIT D1 TYPE B 450-500 SF A422
2-7 X005, X009 INDEPENDENT LIVING - UNIT C2 TYPE B 550-600 SF A426
2-7 X006, X010 INDEPENDENT LIVING - UNIT C1 TYPE B 550-600 SF A426
2-7 X210, X309 INDEPENDENT LIVING - UNIT A3 TYPE B 750-800 SF A421
2-7 X001, X004, X011, X013 INDEPENDENT LIVING - UNIT A2 OPP DOOR TYPE B 650-700 SF A419
2-7
X002, X014, X103, X104, X105, X106, X403, X404, X405, X406 INDEPENDENT LIVING - UNIT A2 TYPE B 650-700 SF A419
2-7 X108, X408 INDEPENDENT LIVING - ACCESSIBLE UNIT A1 TYPE A 650-700 SF A420
FLOORS ROOM NUMBERS ROOM DESCRIPTION
ANSI 117.1 CH11
DWELLING TYPE SIZE RANGE 1/4" ENLARGED PLAN
RESIDENT ROOM TYPE SCHEDULE - FLOORS 2-7
NO DATE REVISION
FESSIONAL:
09/05/25
PHASING DESCRIPTIONS
NOT
FOR
CONSTRUCTION
BASE BID SCOPE
OPTION SCOPE
3N
3N
4N
4N 5 6 7 8 10 12
14 15 16 17 18
19 21 23 25 26 27 28
NN
MM
LL
KK
JJ
HH
GG
FF
EE
DD
CC
BB
AA
HN
GN
FN
EN
DN
CN
BN
AN
HS
GS
FS
ES
DS
CS
BS
AS
NSNN
1N
1N
29S
29S
30S
30S
31S
31S
9 22
2215.5 16.5
A210 1
G.6 G.6
UNIT E1
UNIT D9
UNIT A2
UNIT A2
UNIT A2
UNIT A2
UNIT D8
UNIT A1
LAUNDRY
TRASH
ELEVATOR LOBBY
SOILED
ELEC
STAIRS
3-1
STAIRS
3-5
UNIT E1
UNIT D9
ELEVATOR LOBBY
JANITOR
ELEC
UNIT A2
UNIT A2
UNIT A2
UNIT A2
UNIT D8
UNIT A1
TRASH
LAUNDRY
STAIRS
3-4
UNIT A2 OPP
UNIT A2
UNIT A2 OPP
UNIT C1
UNIT C2
UNIT C2
UNIT C1
UNIT A2 OPP
UNIT D1
UNIT D1
UNIT A2 OPP
UNIT A2
UNIT D8
UNIT D8
STAIRS
3-6
ELEC
TELECOM
ELEVATOR LOBBY
LOUNGE
TELECOM
ELEC
STAIRS
3-7
CORRIDOR
UNIT A3
UNIT D6
UNIT D5
UNIT D4
UNIT D3
UNIT D2
UNIT D7
UNIT D3
UNIT D4
UNIT D6
LAUNDRY
STAIRS
3-2
CORRIDOR
UNIT A3
UNIT D6
LAUNDRY
UNIT D4
UNIT D5
UNIT D6
UNIT D4
UNIT D3
UNIT D3
UNIT D7
UNIT D2
STAIRS
3-3
CORRIDOR
CORRIDOR
CORRIDOR
CORRIDOR
CORRIDOR
CORRIDOR
CORRIDOR
A301
A301
A301
A302
A302
P A
R T
B A
3B
P A
R T
A A
3A
VESTIBULE
17.5
SPA
TLT
3414A
A210
A2112
A211
42' - 9" 295' - 10" 3' - 7 1/4" 21' - 6" 17' - 7 3/4"
381' - 4"
8'
/2
/2
8'
/2
5'
1"
7'
/2
7'
/8
9'
8'
/2
7'
/2
50' - 9 3/8" 51' - 0 1/4" 8' - 1 3/8" 42' - 8" 8' - 1 3/8" 59' - 11 1/4" 8' - 1 3/8" 42' - 8" 8' - 1 3/8" 51' - 0 1/4" 50' - 9 3/8"
381' - 4"
A B
EXSITING JOINT LOCATION NEW JOINT LOCATION
EXPANSION JOINT LEGEND
N
DATE:
DRAWN BY:
CHECKED BY:
PROJ. NO:
DRAWING NO:
DRAWING TITLE:
PROJECT NAME:
CLIENT:
418 BEAVER STREET
SEWICKLEY, PA 15143
PH: 412.287.7333
www.aeworks.com
PROFESSIONAL:
COPYRIGHT 2024 BY AE WORKS LTD ALL RIGHTS RESERVED.
SUBMISSION:
CONSTRUCTION BID
DOCUMENTS
AE WORKS®
A u to d e s k D o c s
/A F
R H
-0
S h e ri d a n /A
F R
H -0
A R
C H
-2
.r v t
/5
/2
:1
:0
A
M
A103
AC
RS
AFRH-033
OVERALL TYPICAL
FLOOR PLAN (FLOORS
3-7)
AFRH SHERIDAN
RENOVATION
140 ROCK CREEK
CHURCH ROAD,
NORTHWEST,
WASHINGTON, DC
ARMED FORCES
RETIREMENT HOME -
WASHINGTON D.C.
09/05/25
1/16" = 1'-0"
OVERALL TYPICAL FLOOR PLAN (FLOORS 3-7)
GENERAL CONSTRUCTION NOTES
1. PARTITION TYPES: UNLESS OTHERWISE NOTED, NEW PARTITIONS SHALL BE TYPE A3.
AT EXISTING COLUMNS AND PERIMETER NEW PARTITIONS SHALL BE D3 UNLESS NOTED
OTHERWISE.
2. CONTRACTOR TO COORDINATE ALL BLOCKING FOR CASEWORK , ACCESSORIES, ETC.
3. PROVIDE ADEQUATE BACKUP AND BLOCKING FOR ALL WALL OR CEILING MOUNTED
EQUIPMENT, ARCHITECTURAL WOODWORK, HANDRAILS, LIGHTING, OR OTHER
MISCELLANEOUS ITEMS AS SHOWN ON DRAWINGS.
4. REFER TO REFLECTED CEILING PLANS FOR THE CEILING TYPE AND HEIGHT.
COORDINATE HEIGHTS OF GYPSUM BOARD WITH CEILING HEIGHT AND WITH PARTITION
DETAILS SHOWN HERE.
5. REFER TO FINISH SCHEDULE, INTERIOR ELEVATIONS, AND ARCHITECTURAL
CASEWORK DETAILS FOR WALL FINISHES AND WALL MOUNTED ACCESSORIES TO
COORDINATE BLOCKING REQUIREMENTS.
6. AT CERAMIC TILE, INSTALL CEMENTITIOUS BACKER BOARD. SHIM BACKER BOARD AS
REQUIRED TO RESULT IN A FLUSH TRANSITION TO NON-BACKER BOARD.
7. IN TOILET ROOMS, PROVIDE MOISTURE RESISTANT GYPSUM BOARD ON ALL WALLS.
8. PARTITION THICKNESS DIMENSIONS AS SHOWN ARE MINIMUM NOMINAL DIMENSIONS.
ACTUAL DIMENSIONS MAY DIFFER SLIGHTLY TO SUIT FIELD CONDITIONS.
NO DATE REVISION
FESSIONAL:
09/05/25
PHASING DESCRIPTIONS
NOT
FOR
CONSTRUCTION
BASE BID SCOPE
OPTION SCOPE
3N
3N
4N
4N
14 15
16 17
19 21
25 26 27 28
NN
MM
LL
K
K
JJ
H H
GG
FF
EE
DD
CC
BB
AA
HNHN
GNGN
FNFN
ENEN
DNDN
CNCN
BNBN
ANAN
HS HS
GS GS
FS FS
ES ES
DS DS
CS CS
BS BS
AS AS
NSNN
KN
1N
1N
29S
29S
30S
30S
31S
31S
32S
32S
2215.5 16.5
A.5A.5
B.5B.5
C.5C.5
D.5D.5
E.5E.5
F.5F.5
26.524
2415.2
15.2
15.4
15.4
8.8
8.8 24.2
24.28.5
8.5
24.5
24.5
A301
A301
A301
A302
A302
17.8
17.8
5.5 6.7 7.6 17.5 17.6
17.6 20
A.6A.6
D.6D.6
E.6E.6
F.6F.6
G.3G.3
27.8
27.8
25.55.3
AN.1
AN.1
A.1A.1
AS.1AS.1
11.03
11.04
11.03
11.04
11.03
11.04
11.03
11.04
11.03
11.04
A404
5'
/2
5' - 5 1/2" 7' - 1" 7' - 1" 5' - 5 1/2"
5'
/2
7'
7'
9'
9'
4'
6' - 0"12' - 2 1/2" 9' - 8 1/2" 7' - 1"7' - 1"6' - 0"
R1 R1
R1
R1 R1
R1 R1
R1R4
R2
R3
R3
R4
R4 R4
R4 R4
R5 R5
R4
7.11
7.11
R6 R6
DN DN
11.02
ROOF CJ ROOF CJ
ROOF CJ
ROOF CJ AT
LOWER ROOF
ROOF CJ
ROOF CJ AT
LOWER ROOF
A B
N
DATE:
DRAWN BY:
CHECKED BY:
PROJ. NO:
DRAWING NO:
DRAWING TITLE:
PROJECT NAME:
CLIENT:
418 BEAVER STREET
SEWICKLEY, PA 15143
PH: 412.287.7333
www.aeworks.com
PROFESSIONAL:
COPYRIGHT 2024 BY AE WORKS LTD ALL RIGHTS RESERVED.
SUBMISSION:
CONSTRUCTION BID
DOCUMENTS
AE WORKS®
A u to d e s k D o c s
/A F
R H
-0
S h e ri d a n /A
F R
H -0
A R
C H
-2
.r v t
/5
/2
:1
:3
A
M
A120
AEW
Checker
AFRH-033
OVERALL ROOF PLAN
AFRH SHERIDAN
RENOVATION
140 ROCK CREEK
CHURCH ROAD,
NORTHWEST,
WASHINGTON, DC
ARMED FORCES
RETIREMENT HOME -
WASHINGTON D.C.
09/05/25
GENERAL CONSTRUCTION NOTES
1. PARTITION TYPES: UNLESS OTHERWISE NOTED, NEW PARTITIONS SHALL BE TYPE A3.
AT EXISTING COLUMNS AND PERIMETER NEW PARTITIONS SHALL BE D3 UNLESS NOTED
OTHERWISE.
2. CONTRACTOR TO COORDINATE ALL BLOCKING FOR CASEWORK , ACCESSORIES, ETC.
3. PROVIDE ADEQUATE BACKUP AND BLOCKING FOR ALL WALL OR CEILING MOUNTED
EQUIPMENT, ARCHITECTURAL WOODWORK, HANDRAILS, LIGHTING, OR OTHER
MISCELLANEOUS ITEMS AS SHOWN ON DRAWINGS.
4. REFER TO REFLECTED CEILING PLANS FOR THE CEILING TYPE AND HEIGHT.
COORDINATE HEIGHTS OF GYPSUM BOARD WITH CEILING HEIGHT AND WITH PARTITION
DETAILS SHOWN HERE.
5. REFER TO FINISH SCHEDULE, INTERIOR ELEVATIONS, AND ARCHITECTURAL
CASEWORK DETAILS FOR WALL FINISHES AND WALL MOUNTED ACCESSORIES TO
COORDINATE BLOCKING REQUIREMENTS.
6. AT CERAMIC TILE, INSTALL CEMENTITIOUS BACKER BOARD. SHIM BACKER BOARD AS
REQUIRED TO RESULT IN A FLUSH TRANSITION TO NON-BACKER BOARD.
7. IN TOILET ROOMS, PROVIDE MOISTURE RESISTANT GYPSUM BOARD ON ALL WALLS.
8. PARTITION THICKNESS DIMENSIONS AS SHOWN ARE MINIMUM NOMINAL DIMENSIONS.
ACTUAL DIMENSIONS MAY DIFFER SLIGHTLY TO SUIT FIELD CONDITIONS.
1/16" = 1'-0"
OVERALL ROOF PLAN
SLOPED STEEL
1/4"/FT
GUTTER AND DOWNSPOUT TYP.
EXISTING
ROOF NOT
IN SCOPE
EXISTING
ROOF NOT
IN SCOPE
EXISTING
ROOF NOT
IN SCOPE
EXISTING
ROOF NOT
IN SCOPE
EXISTING
ROOF NOT
IN SCOPE
EXISTING
ROOF NOT
IN SCOPE
SLOPED STEEL
1/4"/FT
GUTTER AND DOWNSPOUT…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .